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290 NE 95 St (6)J METRO2 PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale Your application for Product Approval of: Extruded Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 94 -51, Sheets 1 thru 4 of 4. (For listing, See Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0721.02 Expires:09 /16/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 09/16/97 FL 33009 Internet mail address: postmaster ebuildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: littp : / /www.buildingcodeoniine.com Rolladen, Inc. 1. DESCRIPTION 1.1 1 2 ACCEPTANCE No.: 97- 0721.02 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4, using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ". 2.2 Panel consist of a single extrusion having an effective width of 6.250" and a total width of 7.684" and forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2 x .125" angle. 2.4 Tested specimen Dimensions: 39" x 96.5 ", 40" x 97 ", 50" x 131 ", 39 -3/8" x 108 ", and 97" x 170 ". 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -0l" or 145 ". See "Panel Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. 3.2 Minimum separation to existing glass to protect varies according to panel length. 3.2.1 Panels 0 - 96.5 ": 2 1/4" 3.2.2 Panels 96.5" - 131": 3 3/4" 3.2.3 Panels 131" - 145 ": 5 1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: None. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the top into the wall mount "h" shape header, anchored to the wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6 1 /4 "o.c., to the 2" x 2" x .125" studded aluminum angle, which is .. ored to the wall, as Man 1 Perez, P.E., Product Prod Control Division SEP 1 6 1997 SEP 1 6 2000 trol Examiner ACCORDING TO THE N F I P THE SuB.ET / „ PROPERTY FALLS WITMIN FLOOD ZONE co r r \ F ie el re SKETCH OF S CAL.E : I" = I "9 i ( ;7. , N) T; /3.00 U Z1 T Zo' .,T• -r f 17 3' IZ Z %p N E, y ;47-7 T M /[1"4 ii.c.0 /a i' 13 1 1 .-00 7 1 /O.00 ' O.4. i I 0.61 en A.OP/ r /o^/ '1 I ' � ORO PO5 t I'■I I' F,.v /3 s._ _ I Ftov/c L_ ____ Z5.4o'_/ 70. Z a Pao foSC /0.3 3 A `• �U A . /)9 N I � V . e '' N , nisi 0) . • �i i i _ M . -114,..`P /`Ass`. . Q; . 44 /SAL:' —e. 'Y PROPERTY ADC ' > 0.4' ov Alto I 4 SURVEY G•D, GS Ae CoO. 6.7 (2E.c ate / / • G.' `� g n . • / ESS: 2 0 i✓C' . 3 ' r4 5 T, 41/,9,y ° F/, . 33/ 3 4 .awa. - k $ S .:o wt n,4./c_ • / 23 ! • ream rIrE / t- o1E : EIeSJpTto4s ZecEeserao To /4,6•V• ✓M 1921 DADS cov,iry 456Alc - ( . nx! 'I .o.3 6 [..e ✓41/QQ.U: 7, 7 O FE6 r. • • • Job Address: (P ) ; 9sSf- Contractor'Tks reos.,e-�' Process No. GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12a01 -166 9/94 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS 8 et GAF 93 : //36 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: 290 �'E ' ersi Contractor 77/4.1.f 1340s, ka. Process No. ( Check one of the following) Recover If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach AS7ME907 test report. ) Proposed Fastener: k A (Attach withdrawal resistance test report.) Additional Notes: Has the deck been examined for moisture ?: A) Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: Re-roof: x New Construction /J/ Y '4/4+ Y Deck: (Briefly describe) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: 00,0)a > !r tk5eiob F4a 7S' GAF B/4-SE SWEE -14 RiNG S?l4 J k X / AsA s i .12 X / / 1 ' 7;) CAps CAF /4s / , ij /N TYPE 3 64F Asp6A// Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 • Job Address: Ago #J 6. 9S57 Contractorlrh4skaS. i Pi Process No. Reviewed Field Test Data ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address: -96 N„ C, 9s' SI. Contractor Ti 4r mss, e- , Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Y N Reviewed Details ?: Y N Notes: t Job Address: 290 . 4 X7 Contractor 774...s egeos.g4 Process No. Top Ply: (Type and method oj attachment ) Surfacing: ( Type, if applicable ) Flashing Materials: (Type and method oj attachment ) G/¢ FGLAS Py ,N GAF 7'pc 3 TApeo 41“..kA a J is f1STM .b 3 8o itpyac.442.t3 26 Gam. GA /✓: .9X3 E.aGE ME TA L l�. I /A ei..)tSIAak /AIL Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Ago AL Er 4.5"1"1, Contractor <4...s Seiz. ea Process No. T inches inches S fi i nches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: 7p4 .11uwM 8 J f (briefly y caeibe, AS b 2) 45 , e , $ — ) QG+� rem //CA Top Ply: 6,AF6,l* ey 4e Bonding Material: -A F TYPE 3 Ply Sheet(s): (r-er 4FCfll/4 Y/U Bonding aterial : C 7} 3 P Fastener 40�S Whale sheet met alto a 5044,3( / 7 4 4 N Base Sheet: ' 7,S &4F Bonding Material: (if bare sheer bonded) Fastener: (if top iruularron layer mech. attached) Top Insulation Layer: (If applicable) Bonding Material: (if top rntularion layer bonded ) Fastener: (if inm/orron mech. atroched) Insulation: Bonding Material: (ifintrdorion bonded) Vapor Retarder. ifapplicable) Primer. (iIapplicable) Built -Up Applications and Modified Bitumen Systems Page -4 iu /Q /4-1A DECK: Type: 1.4.)60b "MASA Gage or Thickness: O)( 61 & Density, if concrete deck: IL t • re r Job Address: 2% ALE: qs S1. ContractofZis $4as. A., Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert W /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on / % of Openings: 8 feet GROUND LEVEL "A feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 I Job Address: -290 Ai, E, QSS Contractor 7 /.s &bsderfr Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: /e,10' Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: 06 ALE QS'S1C Contractor riussees. es. Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: \fff Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 • • � Job Address: 29a tilrE. 5SSi. Contractorli OKs Rios. kTG, Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 0 1664. (4091v. .? " .0EE.p Ei.)6a 1 E- (iSTFNGs- S4%As..C+o F$ Sc'A .0'x / "kg °rM. D6cx x S , CM as . S (34.st' Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood- blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 ACCORDING TO THE N F 1 P THE SUWET " r ..„/ PROPERTY FALLS WITHIN FL000 ZONE �( 1 f o P , Ain) f t �{ SKETCH DP SURVEY srcA L . !" 20 � °1 5 * 28' - .7 ' • 7 f ,y ccq 13v k or MIL I} 6.4' //• , f' ma S iNt 29a iv6. 7 c" sT M /AMI tc o RZi A / '. a PAVerwt x •r 643 7a. c / u / 1 30.4 \o ZS • (. l�5 f (Jilt s r po. ,7 C0 Lj 13.4' 'L rya pr-e- x.1 tr. ` -( a >� dl N PROPERTY AoOwSS 20 0 S S. 5 T /e//1 Alf .c� 33/3,6 4.0 Gift 1.4'41 ---- x - • - •1 • IRON rtrE • / IJcTE _ EA JAT IONS a.t1EFf'C� to 1 - ll- 041TJn4 192 I) ape coatire 661x-A ►-4r Na /`I- ,Q 6Le.c/4 .1 7. 70,cE6r BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 6 7 ' 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 28.6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 42.8 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 20 31.1 45.3 30 34.9 49'1 40 37.9 52.0 50 40.4 54.4 60 42.5 56.4 80 46.2 48.5 79.4 110.3 59.8 62.8 102.8 142.7 100 50.7 53.2 86.2 119.1 62.5 65.7 107.5 149.3 120 51.9 54.5 89.2 123.9 64.8 68.1 111.5 154.8 140 54.2 57.0 93.2 129.4 66.9 70.2 114.9 159.7 160 56.3 59.2 96.8 134.5 68.7 72.1 118.1 164.0 180 58.2 61.2 100.1 139.1 70.3 73.9 120.9 167.9 200 60.0 63.1 103.2 143.3 71.8 75.4 123.4 171.5 220 61.7 64.8 106.0 147.3 73.2 76.9 125.8 174.8 240 63.2 66.4 108.7 151.0 74.5 78.2 128.0 177.8 260 64.7 68.0 111.2 154.5 75.7 79.5 130.1 180.7 280 66.1 69.4 113.6 157.8 76.8 80.7 132.0 183.4 300 67.4 70.8 115.9 160.9 77.9 81.8 133.9 185.9 320 68.6 72.1 118.0 163.9 78.9 82.9 135.6 188.4 340 69.8 73.4 120.1 166.8 79.8 83.9 137.3 190.7 360 71.0 74.6 122.1 169.5 80.8 84.9 138.8 192.8 380 72.1 75.8 124.0 172.2 81.6 85.8 140.4 194.9 400 73.2 76.9 125.8 174.7 82.5 86.7 141.8 196.9 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C MEAN ROOF ELEV ,ROOF SLOPE > 10 DEG., ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4&5 4 5 FEET + - - + - - r 15 j 36.3 t 39.0 j 50.3 32.7 35.1 45.3 20 39.5 42.5 54.7 35.5 38.2 49.2 25 42.2 45.4 58.5 38.0 40.9 52.6 30 44.5 47.8 61.6 40.0 43.0 55.4 35 46.3 49.8 64.1 41.7 44.8 57.7 40 48.1 51.7 66.6 43.3 46.6 60.0 45 49.9 53.7 69.1 44.9 48.3 62.2 50 51.3 55.1 71.0 46.2 49.6 63.9 55 52.7 56.6 72.9 47.4 51.0 65.6 60 54.0 58.1 74.8 48.6 52.3 67.3 DR. HUMAYOUN FAROOQ STRUCTURES FLA PE f 16557 THIS DOCU1CINr IS NOT VALID WITHOUT TER EMBOSSED MMAL OF AN ENGUIUR RILPLOYED BY AL- 1AROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL - FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). _LAL-FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 a ✓ C SEP 1 0 1998 TS -20 2 0 • 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. GCPI FACTORS NOT INCLUDED NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. L 2.392 .122 R.268 4.186 3.709 R.218 .050 TYP. BLADE '5905' 6063 -T6 R.110 .644 I v v 1 1.594 1. 44 062 TYP 2.4.38 .560 .904 -LOC SLAT '5904' 6063 -T6 FEMALE LOCK SLAT '5903' 6063 -T6 � 96 .540 1.900 ALT. SILK 6063 -T6 .062 TYP .622 1.912 1.525 1.674 1.674 6063 -T6 1.938 3.188 t� -.125 TYP H.Q. HEADER 6063 -T6 3.02 - 9 - 38 �i .125 TYP ALT. - HEADER 6063 -T6 3.096 1.900 .062 TYP 1.250 - 1.536 _SILL 6063 -T6 2.965 r -1.406 .062 TYP II II SILL ADAPTER 6063 -T6 [.*-1.242 1.174 3.000 1.000 R.218 R.268 .050 TYP 2.250 2.713 - .50 1 r ____ 2.000 1.000 - �I .775 4001 [' .250 90' END SLAT 6063 -T6 RAIN -GUARD 6063 -T6 .056 1.000 .062 BOTTOM GUTTER 6063 -T6 .125 ham- 1.750 -�I FLOOR SHOE 6063 -T6 6.000 1.268 1.550 ALIMINUM TUBES 6063 -T6 5.000 E 0 c B A 2 .125 AUMINUM ANGLES 6063 -T6 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8" A B c 0 TYPICAL ELEVATION 1 X 1 X 1/8" 1 X 2 X 1/8" 2 X 2 X 1/8" 2X3X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8" 2.000 .125 TYP E ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) GENERAL NOTES 1. THIS STRUCTURE I5 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDfT1ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL" LATEST EDmON. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH AWMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSfTTVE PRESSURE. 8. ANCHORING OR LOADING CONDfTIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE, DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 'ROLLADEN INC.' HALLANDALE, FL "DADE COUNTY PRODUCT CONTROL APPROVED" Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :,: . '1" 2`7 ODUCT CONT IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q6 - 6 671.0 1 BY U 4-"1 CCS a 0 O < O D .J c0 Z Li o - _ I W w Q Z Q if) _] < QQ 0 < L() 2.. ( 0 1 c O a . 0 a� .n 4S 0 N ig b 2 x 0 s CD x n s 0 3 3 1 1 drawing no. 96 -19 sheet 1 of 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 3 - C 4 3 - D 7 4 - E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 4 - C 5 4 - D 7 5 = • E - - 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 6 3 - C 4 3 - D 6 4 - E - - 3 ANCHOR TY� T TO ONC. OCT USE W OD k----5 2 - C 3 2 - D 6 3 - E - - 3 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 1 - C 2 1 - D 4 2 - E - - 2 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 2 - C 3 2 — D 6 3 - E - - 3 1 3 , ANCHOR` TYP of E CHA T TO �SEI WOOD 3 - -I- 1/4 -20 X 1/2' BOLTS W/ NUTS e12'O.C. WALL MOUNTS _ ANCHORS SAME AS HEADER 1/4720 X 3/4' FLAT TOP M.S. WI NUTS a 12' O.C. SECTION A' —A _ 2 X 2.X - '1/8" ALUM ANGLE Ed TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD a 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. MAX. SPAN =120" 1 X 2 X 1/8" ALUM ANGLE RAIN GUARD - OPTIONAL NON - STRUCTURAL Ed ALT. WAL MOUNTS 1/4 -20 X 1/2' BOLTS W/ NUTS @ 12' O.C. .500 DIA. ( CELCON BUSHING 1° \1/4 -20 X 3/4' FLAT TOP M.S. W/ NUTS a 12' 0.C. SECTION B —B ANCHORS SAME AS HEADER FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. INSIDE MOUNTS DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN =120" MAX. SPAN =120" BOTTOM GUTTER OPTIONAL NON - STRUCTURAL ° I- -- Ed . SECTION C —C # 10X2" SELF DRILLING SCR. 0 15" O.C. Ed. NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN UEU OF H.D. HEADER. 3/4 • 2 X 3-'X 1/1/8' 2 /X /4 X 1/8' X5X1 /8' ALUM ANGLE 1/4' DIA. BOLTS W/ NUTS @ 12' O.C. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 r` N BUILT —OUT CONDI11ON SECTION D —D 2 X 3 X 1/8' 2 X 4 X 1/8' r 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS W / NUTS @ 12' ❑.C. MAX. SPAN =120" 10 X2" SELF DRIWNG SCR. 0 15" 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19_ BY i WIN !�r i. / PRODUCT CON ' CON P ol. DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. 6 /6-0 z 1.01 0 N ( 0 :7 . L7 0 4) a) v .0 0 - v 0 ) y n T 1 r. 1 1 drawing no. 96 -19 sheet 2 of 5 CORNER \ / w CORNER 0 z MOVING CORNER DETAIL ANCHORS A,C,D OR E C 12" O.C. •D 1 X 1 X 1/8" 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8" 2X4X1/8" 2 X 5 X 1 / ALUM ANGLE AS REQD. AT BUILT –OUT CONDmONS # 10 X 1/2" TEKS OR 3/16" POP RIVETS O I8" O.C. a END CONDITION AT BUILT —OUT Ed • 14 S.M.S. 2/ SIDE FLOOR SHOE #10 x 3/4" HEX TEKS 0 12" O.C. 2 X 2 X 1/8" ALUM TUBE (6063 –T6) FIXED CORNER DETAIL, 1/4" 0 TAPCONS 2/ CHANNEL MIN. SEPARATION 3 -1/2" 1 SOU ALU LOCK BE INST INSIDE OR 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" r2 X 6 X 1/8" ALUM TUBE (6063 –T6) 1" X 4 -1/4 X 1/8" ALUM FLAT PLATE INSIDE OR OUTSIDE #10 x 3/4" HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOTTOM 1/4" 0 TAPCONS 2/ ANGLE S.S. -- X1/4 " -20 THUFA$, SCREW OR MACH E SCREW GLASS ANCHOR A,C,D OR E ®'12" O.C. :71 Ed Engr. DR. HUMAYOUN FAROOQ STRUCTU FIA PE # 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT % :... 19 1 BY • M " PRODUCT CO ' " OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6' 6621. ) In o 0 ' < N) M O) U ZOw — m _ I w ZZ Q N -] Z Z � Q� ) 0 0 IY = O N 7 4) 0 n 0 0) 4) .o 4) 'O 0 drawing no. 96 -19 (sheet 3 of 5 1 2 X 5 X 1/8' ALUM ANGLE CONT. (3) il< 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 123" MAX DESIGN LOAD = 61 PSF 1 -1 ANCHOR SPACING INCHES UPTO 40 PSF UPTO 70 PSF 4' 1 -3/4' MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. It` 1/4' THRU BOLT W/ WASHER & NUT 0 6" O.C. 1/4' PLYWOOD EXISTING SOFFIT # 10X2" SELF DRIWNG SCR. 0 15' O.C. 3/4" 2 x 3 x 1/8" 2 x 4 x 1/13" 2 x 5 x 1/8' ALUM. ANGLES #10 X 1' HEX HEAD SELF DRILLING SCREWS e 6' O.C. # 14 X 3/4" TEKS 0 12" O.C. 1" X 3 -3/4' X 1/8" CONT. ALUM TUBE — W/ (3) 1/4' 0 X 4' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD GLASS 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAE : , /. - -, • MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDf11ONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO COSTING WOOD HEADER FASTENERS SEE SCHEDULES ON SHEET 2 1/4 -20 X 1/2' BOLTS W/ NUTS 2 12' D.C. 2' X 4' CONT. W/ (3) 1/4" 0 X 5' LAG SCREWS 0 EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _ A ► 1 19 BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO quo - 66Z • 01 ( L 1 1 drawing no. 96 -19 (sheet 4 of 5 -__ FASIENERSP CIN.G_IN_MAS_0NRY --= CHART5 - BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY - MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d =3 "10d =2 -1/2" 8d =2" 6d =1 -1/2" 5d =1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 - EXAMPLE: FOR 3" -EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. • U) 19 .y M to 4 Ar CH.7R SF AC ANCHOR CHART 1 N1 .DN t 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES 90 100 11.0 120 SLAT SPAN - I INCHES tn Lt) LA- N re r N D Z SD H f WW n 40 V Ar CH DR SF AC E_ ANCHOR CHART 2 RUIN 2 M 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES 12 t J ANCHOR CHART 6 NC 60 60 70 8090 100 110 120 SLAT SPAN INCHES ti 0) LI to 0 m ce D LO Z` H WW� O Lit to M L A �cr OR N 9 PAC E ANCHOR CHART 3 RUIN 7 \\ 1111 II" "VI 1111, 1,11 III 1 II" If. III. 1411 1111 4111 11.111 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES :ANCHOR CHART 7 12 A NC -IOF EP N GE UI 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES Rn 19 t) C') mimusimummom II 40 50 60 70 80 90 100 110 120 _SLAT SPAN= INCHES ANCHOR CHART 4 RR DN 4 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS ANCHOR OA = 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR Q = - fT�7CNC1iOR_5 ZAMAC BODY) 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ® = 1/4" RAWL CALK -IN STAR 'TAMPIN OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= #14 S.M.S./LAG SCREWS INTO WOOD. (S.G.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAROOQ STRUCTURES APPROVED AS COMPLYING W'TH THE FLA. PE # 16557 SOUTH FLORIDA BUILDING CODE 7 DAT � : • •R •7 I �� !� . _ c� . ( BY J1.Mr DUCT CON DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q , - 6cO I. 0 i1) 0 .> m O CC 0 j "7 � M rn U D J QD Z OL - CO _ L�7 LZJ Z Q 0 � 2N. Q .. - Lo g o O_ (r) 2 C ( 0 0 N co 0 0 v 0 • 1 drawing no. 96 -19 sheet 5 of 5 \ L 1 Lk 1111 ill Ill 111 IINUININ III Mill IRO MIN MIMI r ANCHD:2NC5HIART g a . _ • U) 19 .y M to 4 Ar CH.7R SF AC ANCHOR CHART 1 N1 .DN t 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES 90 100 11.0 120 SLAT SPAN - I INCHES tn Lt) LA- N re r N D Z SD H f WW n 40 V Ar CH DR SF AC E_ ANCHOR CHART 2 RUIN 2 M 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES 12 t J ANCHOR CHART 6 NC 60 60 70 8090 100 110 120 SLAT SPAN INCHES ti 0) LI to 0 m ce D LO Z` H WW� O Lit to M L A �cr OR N 9 PAC E ANCHOR CHART 3 RUIN 7 \\ 1111 II" "VI 1111, 1,11 III 1 II" If. III. 1411 1111 4111 11.111 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES :ANCHOR CHART 7 12 A NC -IOF EP N GE UI 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES Rn 19 t) C') mimusimummom II 40 50 60 70 80 90 100 110 120 _SLAT SPAN= INCHES ANCHOR CHART 4 RR DN 4 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS ANCHOR OA = 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR Q = - fT�7CNC1iOR_5 ZAMAC BODY) 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ® = 1/4" RAWL CALK -IN STAR 'TAMPIN OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= #14 S.M.S./LAG SCREWS INTO WOOD. (S.G.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAROOQ STRUCTURES APPROVED AS COMPLYING W'TH THE FLA. PE # 16557 SOUTH FLORIDA BUILDING CODE 7 DAT � : • •R •7 I �� !� . _ c� . ( BY J1.Mr DUCT CON DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q , - 6cO I. 0 i1) 0 .> m O CC 0 j "7 � M rn U D J QD Z OL - CO _ L�7 LZJ Z Q 0 � 2N. Q .. - Lo g o O_ (r) 2 C ( 0 0 N co 0 0 v 0 • 1 drawing no. 96 -19 sheet 5 of 5 u MINIMUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN = H = IN. DESIGN LOAD = Pd = PSF FACTOR = K = Pd /100 IN. READING FROM SPAN DEFLECTION CURVE = D = IN DEFLECTION AT Pd = K•D = IN. MIN. SEPARATION REQD. = K•D +1" = IN. PANEL SPAN UPTO SEPARATION 96 -1/2" 2 -1,4" 3 -3/4" 131" 145' 5 -1/2" FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WANE LARGE MISSILE IMPACT REQUIREMENT. N 0' a r a 11.m a . 4 am 0m J am+ z 0 w 0.. 1.000 m 0 t- oo 0 C>\ 6 70 80 7.684 .068 TYP 1.000 2.000 1.000 90 1 PANEL 2.126 I FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. .078 1.000 EXTRUDED PANEL -(RON 59 A) ALUMINUM .068 6063 -T6 PANEL PERFORMANCE CHART MAX. DEFLECTION SPAN /30 AT NEGATIVE LOAD - 4 SPAN /30 OR 2 IN. AT POSITIVE ROLSTPSL ) , ,,, I„T.., .,,1 - .r, - .r1 - , 119 VE LO AO POEI VE LOAO III WV N 00 110 120 130 140 160 SPAN - INCHES USE PANEL PERFORMANCE FOR THE REQUIRED DESIGN USE SPAN DEFLECTION CHART CHART TO VERIFY PANEL CAPACITY LOAD FOR THE PARTICULAR LOCATION. TO CALCULATE SEPARATION FROM GLASS. rr to • H m ,m z 0 H W l9 U. N W 0 m DEFLECTION CURVE AT 100 PSF Ieff. 0.953 in'4 /ft DEFLECTION CURVE FOR POSITIVE LOAD ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEDULE. ROLDSPOL 2.375 -0-1**- .080 2.583 .125 2.031 CEILING MOUNT HEADER 6063 -T6 .125 .080 50 S0 70 80 90 100 120 140 SLAT SPAN - INCHES 3.625 1.000 .062 � �- ROLLADEN INC. HALL NDALE, FL. ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED' 2.531 x.100 125 .**-- 2.031 WALL MOUNT ,F'EADER 606 - T6 PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. .125 .080 PRODUCT RENEWED ACCEPTANCE Nogg 01 z I .0 2 TION DATE I� I� Za /2/Jizei„ By PRO UCT CONTROL DIVISIO BUILD DE COMPLIANCEPICE 2.000 5.000 .125 TYP 2 X 3 X 1/8" 2 X 4 X 1/8" BUILT -OUT ANGLES 6063 -T6 ENGINEER: HUMAYOUN FAR000 PE ; 16E57 SEP 10 1997 .000 [" 125 TYP. I I 2.000 SILL ANGLE 6063 -T6 GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDR10N. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6063 -T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WfTH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2 ". 9. ANCHORING OR LOADING CONDmONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. APFRCVED AS COMPLY :NG WITH THE SOUTH FLORIDA 81J! LONG CODE OATC U .4 9Z �w , P NTROL O :V :S:ON BU:.0. CODE CCM ?L:ANCE OFFICE ay `CC£ PT:d:CE NOy l -(Z3O `S O z 0 g O O a a. . t G o 0 a_<< ao EE 1 A Ni t+ - N d' � (O W I Z ro 0 W c 0 .> m 1 N L a (n 0 U Z Z W 0 0 Cs) 00 CC 0 M D -J O W Z -1 (n 0 Z Q to 0 0, 0 to G) 0 0 V 0 A ai 0 1 i 1 1 ( ) drawing no. 94 -51 (sheet 1 of 4 WALL MOUNTS 1�,�..1:l11 y --- Dabs ANCHO D SECTION A —A MAX. SPAN �/�- -- SEE GRAPH ALUM. ANGLE 2 X 2 X 1/8" 1/4" STUDS W/ WING NUT & WASHER O 6 -1/4 O.C. Ed ANCHOR TYPE A C CONC 5 2 D E CHART TO USE BLACK 1 1 WOOD 2 6 • ANCHORS SAME AS HEADER ALUM. ANGLE 2 X 2 X 1/8" 2 X 3 X 1 /8" 2 2X5 X1/8- ALUM. ANGLE - 6063 -T6 / FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR WOOD INSTALLATIONS SEE SHEET 3 OF 3. BUILT —OUT CONDITION 2 X 3 X 1/8' 2 X 4 X 1/8" 2 X 5 X 1/8' 1/4 -20 1/2' ALUM. ANGLE BOLT W/ NUT 6063 -T6 & 9 -1/2' O.C. UPTO 115 PSF ac 6' O.C. ABOVE 115 PSF 1 MAX. SPAN SEE GRAPH / SECTION B —B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL et FLOOR COVERING (STUCCO. TILES. ETC.) 1/4' -20 X 1/2' BOLT W/ NUT & 9 -1/2" O.C. UPTO 115 PSF & 6' O.C. ABOVE 115 PSF PRODUCT RENEWED ACCEPTANCE NO Q 0'7 21. OZ BY 1/4 STUDS / WING NUT & WASHER O 6-1/4" O.C. ANCHOR CHART TO USE TYPE CONC. A 7 E BLOCK 3 3 WOOD 4 C 5 0 8 EXP ' TION DAT R. .UCT CONTROL DIVISIV BUILD 1 O ' • DE COMPLIANCE E CONC. BLACK WOOD ANCHOR CHART TO USE C — 0 — E 8 4 GLASS FOR MIN. �— SEPARATION --� SEE CHART ON SHEET 1 ALUM. ANGLE —� 2 X 2 X 1/8" INSIDE MOUNTS E 11 11 . • c . : I I SECTION C —C Ed MAX. SPAN SEE GRAPH 1/4" STUDS W/ WING NUT & WASHER O 6 -1/4 O.C. Ede TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) WOOD 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. 4" MAX 24 TM END CAP ANCHORS A B C C B A END CLOSURE ANGLE READ. ONLY ON BUILT -OUT CONDMoN SEE DETAIL A END CAP BUILT —OUT CONDITION DETAIL A ENGINEER: HUMAYOUN FAROOQ PE f 16557 SEP 10 1997 TYPICAL ELEVATION r 4 AN 2 4" O. CHORS X 2 X 1/8" X2X1/8" X3X 1/8" UM. ANGLE R END CAP REQD. ONLY BUILT -OUT CONDI110N APPRO./ED AS CGMPL Y:NC WITH THE SOUTH FLORIDA BUILDING CC •DE DAT ,� PRODUCT ONTROL OIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nd 1 3 4 - 123C). 03 f ✓ C7 P ea = a O ka 0 (1) ` a V h. Z to cr M O o - cn CT � O <I- N 1 Z M i ) bi O to 1 0 0 N .0 y am . 0 •D 0 ` C 8 6 A ri 0 8 m z 1- n N 17 0 1 4 Y 0 U Z W g 0 p 0 < M M J O O M Z < (n Z Z Q g O J 1n < LO `J T N 0 N 0 DC ) draw ng no. 94 -51 (sheet 2 of 4 WOOD HEADER REQUIRED GLASS ✓ - FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 2X4X1/88' 2 X 5 X 1/8' ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1/4 -20 X 1/1 BOLT W/ NUT O 2' FROM ENDS & 9 -1/2' 0.C. 1/4 -20 X 1/1 BOLT W/ NUT O 2" FROM ENDS & 9 -1/1 O.C. 2X3X1/8' 2X4X 1/8" 2X5X 1/8' ALUM. ANGLE 6063 -T5 2" X 4" CONT. W/ (3) 1/4' 0 X 5' LAG SCREWS O EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCK$ MAX. SHUTTER HEIGHT - 9 FT. MAX. DESIGN LOAD a 105 PSF OTHER coNDmoNS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4'_1" 1/4 -20 X 3/4" STUDS W/ WING NUT & WASHER O 6-1/4' 0.C. 2 X 2 X 1/8' AWN. ANGLE 6063 -T5 1' X 4 X 1/8' CONT. ALUM TUBE W/ (3) 1/4" • X 4" LAG SCREWS O EACH STUD W/ 2' MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. a 0.51 (2) 1/4" X 3" LAG SCREWS 0 EACH RAFTER 2" MIN. PENETRATION 1/4" PLYWOOD EXISTING SOFFIT 3' MIN. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF EH iF E R HUMAYOUN FAROOQ PE f 16557 SEP 10 1997 .500 1/4 -20 X 1/2' BOLT w/ NUT O 2' FROM ENDS & 9 -1/2" O.C. PRODUCT RENEWED ACCEPTANCE Nag tnZI. 9Z EXP ' TION DA By P ' • DUCT CONTROL DI BUILD . ' CODE COMPLIAN AMCVE9 AS COMPLYING WITH THE SOUTH FLORIDA BWIOING CJDE DAT r L 19 Br i / / / . _ PRODUCT 'UTROL oINs:Ou BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NdR'4 • L 3 V CCS z � � 3 in o W — re) z n- o 0 (. O CC a M C M J . n L U O z m — w cn Z Q Z OttOQ O_ to 2 b; c 0 0 L. s c 0 n 'c 0 to a> 0 T .0 0 v 0 6 n 5 O m C k v 1 ) draw ng no. 94 -51 (sheet 3 of 4 _ ____________FASTENER CHARTS SPACING IN MASONRY-- ARE BASED TYPICAL EDGE .DISTANCE = 12d. FOR ER EDGE., DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW GE DIST. 12d -3' Od72 -1/2 8d -2 6d =1 -1/2 5d =1 -1/4- FACTOR 1.00 0.86 0.71 0.57 0.50 PLE :_EO EDGE DIST. SPACING = 9.37 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING = 9.37 X .71 = 6.65 0.C. - ` ANCHOR ROBTPOG CHART 4 iilli / 5 .375" MI AN OR SPACE 111n1 KO IIE I IIME ■ - GE CE I Id. 1116. ...64-- Imam Kii IMIEW'./11I 4 v M.' 5. - IIPI IMNIIIIr, t✓/ - bib._ ...... 1. ., 5555 111. W.V. 1111 .... .. 1555 ..11 - ` •6 / 5 .375" AN OR SPACE 5. t✓/ ANCHOR CHART 9 OBTPOCI % ��i... � ,...),...�,.. 5151 ,.. 5555 5555 5555 .I1, m W a 0• N N N to N W LL a m �.o " ANCHO ANCHOR CHART 1 ........e.., ... 55 51 ...•...... 11141151.1114 1414111011111 .. MT 40 60 80 100 120 PANEL SPAN - INCHES ANCHOR CHART 6 MOM= 111111■ gui'! ITTI ROBTr0C6 111.).1..11.1................................... 60 80 100 120 PANEL SPAN - INCHES 140 40 60 80 100 120 PANEL SPAN - INCHES 140 TYPICAL EDGE DISTANCE • IN WOOD - 1 -1/4" NO REDUCTION FACTOR IS REQUIRED 3 - ANCHOR CHART 2 RORrOe? 1 1 5 1 1 1 1 1 V I I I ,., 1 ... .... .... .... 1 .. 140 1111 1111 1111 11111 1111 CE r ANCHOR CHART 7 ROBTPOC7 60 80 100 120 PANEL SPAN - INCHES N N co 1L am ix .0 W m rn a.4 Z m C7 m co O W ANCHOR CHART 3 ROtT,OC7 .11111 VIII 1451 1.110 11.111 1.1 VIVI 1.111 11.1 41 60 80 100 120 PANEL SPAN - INCHES MINIM MI _'. OR SPA. CE 111. 11" 1111 1111 ANCHOR CHART 8 ROB PCCB 140 40 60 80 100 120 PANEL SPAN - INCHES _-- TYPICAL ANCHORS 1/4" TAPCON 1 -3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © = 1/4' x 1 - 1/4' HILT1 METAL HIT ANCHORS /NAIL PIN 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR - 1/4 RAWL CALK -IN, STAR TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR © .• # 14 S.M.S./LAG SCREWS INTO WOOD. (S.G.= 0.47) 1 -1/2' MIN PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES, ETC.) ay N ID ID W LL .4 EL m 03 .0 W m 0' W W ▪ N a Z m L2 15 H .1 N w O m CO EXPIRATION DA O 80 100 120 PANEL SPAN - INCHES 5 1 0 80 100 120 PANEL SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCE Noy 91- 6'7 z.I •!) Z CONTROL DIVIS DB COMPLIANC CE 140 140 ENGINEER: HUMAYOUN FAROOQ PE f 16557 Ilk ANCHOR CHART 5 ROETPOC6 IIIIILMIN11111111111111■ MIN 1..1)..1.).11.)..1,)..1 1111 11111 111. 11111 4411 1.11 SEP 10 1997 60 80 100 120 PANEL SPAN - INCHES 60 80 100 120 PANEL SPAN - INCHES 140 9 3 75 ANCHOR CHART 10 RBTOCSB .... 1... i, ........p..,..,'Io,.,I ......... ..........................5555.. ,.......a... u....e 140 APP.'.04 _r AS C0''i1 ?! YIt;G N:TH THE SOU T:= c ?:: ?: .; 8UP - :;:u CCOE OAT 1 9 _ Br / PRODUCT OHT30L 0IV.S ON 10 BUILDING CODE COMPLIANCE OFFICE :CCEPTANC'c v09 q - i 230 • 03. ) in C 0 . j v q O O O ro M J U 0 zm w W Np g J O J O U� a IYMZ ) 0 a 'C U co N 7• .0 0 0 'C 0 C s r A N c 0 8 ) 1 5 drawing no. 94 -51 sheet 4 of 4 • w,